Drawing.pdf

PDF 4 MB Posted Nov 27, 2023

Attached to: IDIQ Bridge Repair
Solicitation number: W9124M24B0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command

About this file

Written by GovTribe AI · Dec 21, 2023

This document outlines requirements for an Indefinite Delivery Indefinite Quantity (IDIQ) bridge repair contract. The solicitation was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command for bridge repair and maintenance services at Fort Stewart and Hunter Army Airfield in Georgia. Awards will be made as IDIQ contracts for a one base year period with four one-year options. Contractors will be required to perform repairs on timber, concrete, and steel bridges including replacing decking, repairing joints, and conducting maintenance. The response due date is not provided. Pricing will be conducted on both fixed-price and cost-reimbursable task orders. There is no mention of set-asides.

View the file

Other files

File	Type	Posted
Abstract.pdf	PDF	Jan 26, 2024
W9124M24B0001 0003.pdf	PDF	Jan 8, 2024
W9124M24B0001 0002 (04 January 2024).pdf	PDF	Jan 4, 2024
W9124M24B0001 P0001 (13 November 2023).pdf	PDF	Dec 13, 2023
W9124M24B0001-Solicitation.pdf	PDF	Nov 16, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LOCATION MAP

HUNTER ARMY AIRFIELD

NOT TO SCALE

THROUGHOUT THE BOUNDARIES OF HAAF AND FT. STEWART

BRIDGES ARE LOCATED ON ROADS AND TANK TRAILS

NOTE:

FACIL

BOARDING

PET

O B

S E

R V

A T

T O

W E

TOWER

FIRE

TOWER

COMMUNICATION

350'

TOWER

FIRE

TOWER

FORESTRY

ISLANDS

FUEL

TOWER

OBSERVATION

GUARD TOWER

SHELTER

15095

SHELTER

15095

SHELTER

19237

DOCK

AMMO

15090

19237

15090

19237

15090

TOWER

FIRE

TOWER

COMMUNICATION

350'

TOWER

FIRE

TOWER

GUARD

TOWER

WATCH

TOWER

FORESTRY

ISLANDS

FUEL

TOWER

GUARD

TOWER

GUARD TOWER

TOWER

WATCHTOWER

TOWER

19235

CNTR.

SIMULATION

BATTLE

18573

HOUSE

PUMP

V N

V N1 E

V N

15012

15011

1500915008

15007

15006

15013

15091

15021

15019

15047

15037

15024

15087

19221

15077

19226

19217

19202

15098A

19288

STOP

BUS

AREA

RESTRICTED

CELLS

HOLDING

TEMPORARY

AMMUNITION

SHED

RECHARGE

BATTERY

PUMPHOUSE

WELL AND

BLDG.

WAREHOUSE

SECTION

METEOROLOGICAL

FACILITY

GAS DISPENSING

TAYLOR'S CREEK

HOUSE

PUMP

RACK

WASH

TANK

STORAGE

WELL AND

RACKS

WASH

DOCK

TOWER

WATER

STORAGE

FLAMMABLE

BLUFF

CLIFTON

STATION

WEATHER

POINT

WATER

RACKS

WASH

NDB SITE

CAMP OLIVER

USAISC

FORT STEWART

TOWER

CONTROL

FLIGHT

LOADING DOCK

BLDG. A

GATEHOUSE

LATRINE

PUMP HOUSE

MILLHOUSE

SIMMONS PT

DEAN FIELD

74497448

743074287427

7367 74

073727374

0 7

737573

17007

17008

17009

17010

17011

17012

17013

17014

17015

17016

17026

17025

17024

17023

17021

17020

17018

17017

17027

17029

17030

17031

17033

17034

17036

17001

P-ZULU-T

17003

17004

16601

16602

19302

18552

18551

18555

18533

18559B

15018

18546

19230

19222

19233-1

19238

619232

17005

FORESTRY

LATRINE

TRN AIDS CNTR

18510

ZULU1

YAKCT

ZULU2

YAK01

18548

18547

18549

18557

18523

18508

18504

SHELTER

MESS

ROOM

BRIEFING

TOWER

CONTROL

ENCLOSURE

BLEACHER

STORAGE

OPEATIONS AND

TARGET STORAGE

RANGE MAINT AND

WAREHOUSE

MILES

ITAM

18505

CENTER

ACTIVITY

YOUTH

15066

HOUSE

DIESEL

PUMP HOUSE

ELEMENTARY SCHOOLKESSLER

21 16

1 13

-3

3 37 -3

11- 1711-

-3

11-

-2

-3

-4

-3

-4

-5

-6

-7

-8

-9

-6

-7

-9

-8

4 86 -9

-8

-9

-6

-8

-5

-6

-5

-6

-7

-5

-1

11-

-1

-4

19225

17022

17019

17028

17032

17035

18553

19233-2

19203

16012

15010

15020

15014

E V

19212

19218

17048

17047

17046

17045

17044

17043

17042

17041

17040

18556

18522

17049

COURSE

CONFIDENCE

(H.C.)

B.C.

POOL

BASKETBALL CT.

PG.

FS RD 51A

FS RD 1A

F S

FS RD 1A

F S

R D

F S

RD 3

FS RD 35A

RD 3

F S

FS RD 37

F S

R D

F S

RD 3

F S

FS RD 48B

FS RD 54

D 2A

FS RD 33A

FS RD 144

F S

FS RD 129E

FS RD 46

F S

FS RD 144

FS RD 129

F S

RD 10

F S

FS RD 53A

FS R

D 51

FS RD 55

F S

FS RD 4

F S

FS RD 30A

F S

FS RD 30A

F S

GA HW

Y NO 129

F S

R D

GA HW

Y NO 129

FS RD 104

FS RD 109

FS RD 110

F S

FS RD 56A

FS RD 58

FS RD 9B

FS RD 6

F S

RD 2

FS RD 26

G A

W Y

FS RD 23

FS RD 26B

RD 2

FS RD 45

F S

FS RD 68A

FS RD 59

FS RD 68

FS RD 77A

FS RD 77

G A

F S

FS RD 77A

F S

FS RD 8

FS RD 6

F S

FS R

D 6

F S

FS RD 22

F S

FS R

D 7

RD 7

F S

FS RD 89

F S

D 6E

F S

FS RD 62A

D 6W

F S

G A

F S

FS RD 20

FS RD 28

F S

FS RD 42B

F S

R D

FS R

D 75

F S

FS RD 4W

F S

FS RD 73A

F S

D 6W

RD 12

GA HWY NO 129

FS RD 5

GA HWY NO 129

F S

FS R

D 11

RD 11

F S

FS RD 43

FS R

D 42

FS RD 43

FS R

D 4

FS RD 7

FS R

D 69

FS RD 69A

RD 7

FS RD 43

F S

FS 88B

FS RD 72A

F S

FS RD 64A

FS RD 16

FS RD OLD 16

FS RD 18

F S

FS RD 43

RD 4

FS RD 71A

FS RD 43

F S

FS RD 88

F S

FS RD 22B

F S

FS RD 53B

G A

FS RD 17B

F S

FS RD 2A

F S

FS RD 9B

GA HWY NO 129

GA HW

FS RD 12B

F S

FS RD 4

FS RD 33B

F S

FS RD 9

F S

FS RD 20

RD 2

F S

FS RD 37D

RD 3

FS RD 37D

FS RD 37

F S

R D

F S

R D

FS RD 37C

F S

FS R

D 36

FS RD 91

FS R

D 91

FS RD 17

F S

R D

F S

R D

F S

FS RD T18A

FS RD T42

FS RD 8

F S

R D

F S

G A

F S

11A

FS RD 20B

FS RD 85

FS RD 22

FS R

D 22

FS R

D 22

F S

FS RD 22

F S

RD 2

FS RD 26

FS RD 24

F S

RD 14

FS RD 144B

F S

FS RD 144 FS RD 144

FS RD 144

FS RD 46B

F S

FS RD 46

F S

FS RD 53B

FS RD 53

F S

FS RD 53D

F S

R D

F S

FS RD 55B

F S

FS RD 56B

F S

R D

RD 5

FS RD 58

FS RD 59

F S

FS RD 59

F S

D 6E

FS RD 43

FS RD 64A

FS RD 62A

F S

FS RD 59A

F S

FS RD T4

F S

RD 4

FS RD 43

F S

FS R

D 43

FS RD 43

FS RD 4

43 FS

RD 4

F S

FS RD 64

D 6W

RD 6

FS RD 61

F S

FS RD 67

F S

FS RD 67

FS R

D 67

F S

FS RD 73

FS RD 72

F S

FS RD 68A

FS RD 110

FS RD 58

FS RD 74A

F S

FS RD 88A

F S

FS RD 88A

FS RD 88

F S

FS RD 88

BARREN

RD.

PINE BARREN RD.

F S

R D

F S

FS RD 71

FS RD 71A

F S

FS RD 79

F S

R D

F S

R D

FS RD 75

FS R

D 42

FS RD 42

F S

FS RD 25

F S

FS RD 27

R O

A D

ROAD A

FS RD T21

F S

T 1C

F S

R D

F S

R D

FS RD 46E

FS RD 46

F S

R D

F S

FS RD 53

F S

FS RD 144

FS RD 14

FS RD 144

A U S

BERW

OOD

DRI

SKYLAND

SPRUCE

DRI

BERTY

OOD

DRI

SOUTHERN

NES

DRI

SOUTHERN

NES

DRI

B A

Y B

E R

E N

U E

B A

Y S P

R I N

E N

U E

S O

U T

H E

R N

W O

E N

U E

GOLDEN

RCH

DRI

H O

N E

Y S

U C

N E

C H

E R

C H

E R

A R

PKG

ACCESS RD

EMERGENCY ROAD

I-

PINE BARREN ROAD

PINE BARREN RD

CHOWAN CT

MINDANAO CT

ALENTA

SUWON CTD

M O

R O

GA H

G A H

G A

HWY

GA HWY NO 144

GA HWY NO 14

HWY

GS HWY NO 144

GA HW

Y NO 144

GA HWY NO 144

HWY

GA HWY NO 14

HWY

GA HWY NO 144

HWY

GA HWY NO 144

PINE BARREN RD

C O

L M

A R

AMOND

HEAD

AVE

T R

O A

ROAD A

C H

E N

W I L

E N

U E

BERTY

WOODS

DRI

BERTY

WOODS

DRI

VER

RCH

DRI

BRG10

BRG08

BRG01

BRG12

BRG13

BRG15

BRG16

BRG18

BRG22

BRG24

BRG26

BRG27

BRG28 BRG29

BRG30

BRG38

BRG39

BRG40

BRG41

BRG42

BRG43

BRG44

BRG45

BRG46

BRG49

BRG50

BRG51

BRG54

BRG56

BRG57

BRG58

BRG62

BRG63

BRG64

BRG36

BRG68

BRG76

BRG77

BRG78

BRG79

BRG80

PRC

LANE

BRG81

PRC

LANE

BRG82

BRG83

PRC

LANE

BRG84

PRC

LANE

3BRG85

BRG86

PRC

LANE

NO BRIDGE

BRG33

BRG67

BRG11

BRG17

BRG53

BRG48

BRG23

BRG19

BRG20

BRG21

BRG25

BRG09

BRG07

BRG??

BRG34

BRG14

BRG35

BRG37

BRG52

BRG66

BAY

CEDAR

SWAMP

GOSHEN

SWAMP

BIG

POND

STRICKLAND

PONDS

HILL

RICHMOND

BAY

ALLIGATOR

LANDING

KELLY'S

ISLAND

HILLIARD

LANDING

TINA'S

P-2

GLISSONS POND

BAY

CARNEY

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

STANDARD PROJECT FLOOD OUTLINE

S T

A N

D A

R D

R O J E

C T

L O

T L

S T

A N

D A

O J E

T L

F L

O O

P R

O J E C T

O D

O U T L

S T

A N

D A

O O

D O

U T

FS RD 1A

D 91B

F S

R D

FS RD 40A

FS RD 48A

F S

FS RD 46

F S

FS RD 33B

FS RD 4

GA HW

Y NO 129

FS RD 110

FS RD 9B

F S

FS RD 25

FS R

D 5

F S

FS RD 59C

FS RD 22

FS RD 79

D 6E

FS RD 68B

FS RD 12B

F S

FS RD 69A

F S

FS RD 64

FS RD 42

ROAD A

FS RD 2

F S

D 1A

FS RD 9B

F S

FS RD 4

11A

FS RD 20B

FS RD 22

F S

FS RD 26

F S

FS RD 144

F S

FS RD 144

FS RD 53B

FS RD 59

FS RD 59C

RD 4

F S

FS R

D 72

9A F

69A

F S

D T1

FS RD 17A

FS RD 53

FS RD 144

AD A

T R

A D

B U

PLEASANT

GROVE

DRI

SOUTHERN

NES

DRI

BAYMEADOW

DRI

S U

E N

U E

SKYLAND

SPRUCE

DRI

SLYLAND

SPRUCE

DRI

J A S

N U

J A S

N U

G R

E E

N V I

E N

U E

KONJU CT

O S

ACADEMY RD

BERTY

WOODS

DRI

B E

A R

E E

K L A N

C R E E K

T A

Y L

E E

T A

Y L

O R

S C

R E

E K

T A

Y L

E E

P-31

P-30

HOLBROOK POND

P-3

P-15

B E

A R

E E

PINEVIEW LAKE

B E

A R

E E

S L

A D

A N

C H

P-1

CANOOCHEE CREEK

C A N

O O

C H E E

C R E E K

P-4

CANOOCHEE CREEK

T A

Y L

E E

T A

Y L

E E

C A

N O

O C

H E E

R E E

P-4

C A

N O

O C

E E

P-28

P-19

P-20

CANOOCHEE RIV

MOUNT HOPE CREEK

MOUNT HOPE C

REEK M

O U

N T

H O

P E

C R

E E

S L

A D

A N

C H

S L A

A N

C H

C A N

O O

C H E E

C R E E K

CANOOCHEE

C R E E

S T

C A

N O

O C

E E

C A N

O O

C H E E

R E E K

C A N

O O

C H E E

E R

C A

N O

O C

H E

C R E E K

CANOOCHEE C

REEK

C A

N O

O C

E R

CANOOCHEE RIVER

C A

N O

O C

E R

CANOOCHEE

RIV

SAVAGE C

REEK

CANOOCHEE RIVER

C A N

O O

C H E E

E R

CANOOCHEE RIVER

CANOOCHEE

RIV

CANOOCHEE

VER

CANOOCHEE RIVER

C A

N O

O C

H E E

E R

CANOOCHEE RIV

P-21

P-22

P-23

CANOOCHEE

RIV

SLADES

B R

A N

C H

T A

Y L

E E

TAYLORS CREEK

T A Y

R S

C R E E K

C A

N O

O C

E E

CANOOCHEE CREEK

C A

N O

O C

E E K

T A

Y L

O R S

C R E E K

C A

N O

O C

E E

S T

C A

N O

O C

H E

E R

C A

N O

O C

H E

E R

ALLIGATOR BAY

JONES BAY

S A

V A

E E

S A

V A

E E

SAVAGE

CREEK

S A

V A

E E

SAVAGE CREEK

CANOOCHEE RIVER

C A N

O O

C H E E

E R

C L

Y D E

C R

E E

C L

Y D

C R

E E

C L Y

D E

C R E E K

CANOOCHEE RIVER

CANOOCHEE RIVER CANOOCHEE RIVER

O G

E E

C H

E R

O G E E C

H E E

E R

O G

E E

C H

E R

O G E E C

H E E

E R

C R

E E

C L

Y D E

O G E E C

H E E

E R

O G

E E

C H

E R

P-16

T A

Y L

E E

CANOOCHEE

CREEK

T A

Y L

E E

T A Y L O

CREEK

N O

O C

E E

C A

N O

O C

E E

C A

N O

O C

E E

C A

N O

O C

H E E

C R

EEK

C A

N O

O C

H E

E R

CANOOCHEE RIVER

C A

N O

O C

H E E

E R

ALLIGATOR BAY

S A

V A

E E

SAVAGE CREEK

BOGGY HEAD BAY

JONES BAY SAVAGE CREEK

CLYDE CREEK

O G

E E

C H

E E

E R

OGEECHEE RIV

OGEECHEE RIVER

O G

E E

C H

E R

CANOOCHEE

C R E E K

C A

N O

O C

H E

E C

R E

E K

O O

C H

CREEK

L O

A N

C H

C A

N O

O C

H E

E C

R E

E K

L O

A N

C H

L O

A N

C H

CANOOCHEE RIVER

C A N

O O

C H E E

E R

C A

N O

O C

E R

S A V

A G E

BONNET BAY

C R E E K

BRIER BAY

S A

V A

E E

S A

V A

E E

S A V

A G E

R E E K

M A L D E N

B R

A N C

M A L

A N

C H

O G E E C

H E E

E R

O G

EEC

E R

O G

E E

C H

E E

E R

C A N

O O

C H

E E K

CANOOCHEE CREEK

L O

A N

LONG

BRANCH

C A

N O

O C

H E E

CREEK

CANOOCHEE CREEK

LONG BRANCH

CANOOCHEE RIVER

CANOOCHEE

VER

C A N

O O

C H E E

E R

C A

N O

O C

E R

OTTER

HOLE

BRANCH

SAV

E C

REEK

M A

L D

A N

C H

O G E E C

H E E

E R

OGEECHEE RIVER

P-17

CANOOCHEE RIVER

C A

N O

O C

E R

O T

A N

C H

POOL

BOGGY POND

CROSS BAY

S T

A R

P R

O J E

NO BRIDGE

BRG60

BRG32

4BCT-V1

ASSAULT

AVE

RALLY

BRG87

BRG88

BRG89

BRG90

BRG91

BRG92

BRG93

BRG94

BRG95

BRG96

F L

T L

S T

A N

D A

R D

R O J E

C T

S T

A N

D A

R D

P R

O J E

C T

O U T L

PROJE

FLOOD

STANDARD

OUTLINE

V A

N G

U A

L E

D BAYONET W

RALLY

V A

N G

U A

P H

ASSAULT

AVE

4BCT-1

4BCT-2

DESIGN BRANCH

DPW

MARNE GARDEN

CAR WASH

10542

10543

35136 A 35136 B

35136 C

35136 D

13281

MARNE HOMES

COASTAL RIDGE

SHOPPETTE

CDC

200' COMM TOWER200' COMM TOWER

TOWER

BUS STOP

PAD

MAINTENANCE

7000 7699

MONUMENT

RACK

WASH

PAD

MAINT.

7000 7699

12 9

2 1

TF-256

TF-251-255

TF-245-249

TF-250

TF-209-213

T F

TF-205-208

TF-221-226

TF-239-244TF-261-264

TF-257-260

TF-233-238

TF-227-232

ISLAND

FUEL

STOR.

P.O.L.

RACK

WASH

RACK

LUBE

ISLANDS

FUEL

OFF.

DSPCH

ISLANDS

FUEL

RACK

WASH

RACK

GREASE

RACK

WASH

PLANT

ENERGY

CENTRAL

STOR.

P.O.L.

RACK

LUBE

RACK

WASH

STOR.

P.O.L.

RACK

WASH

STORAGE

BN.

SHOP

EQUIP.

TACT.

SHOP

EQUIPMENT

TACTICAL

BLDG

STORAGE

P.O.L.

SHOP

EQUIPMENT

TACTICAL

RACK

GREASE

STOR.

P.O.L.

AUTO CRAFT SHOP

SKILL DEV. CTR./

RACK

WASH

TREATMENT PLANT

INDUSTRIAL WASTE

OFF.

DISP

BASIN

EQUALIZATON

BASIN

FILTRATION

COURSE

CONFIDENCE

BAYONET ASSAULT/

BLDG.

STORAGE

STATION

SENTRY

STATION

SENTRY

BLDG.

STORAGE

CONFORMING

DOCK

CONC.

BINS

STORAGE

CONC.

STOR.

BN.

STOR.

BN.

RACK

WASH

STOR.

BN.

STOR.

P.O.L.

TOWER

WATER

HOUSE

STORAGE

OIL

BLDG.

STORAGE

BLDG.

STORAGE

P.O.L.

SHOP

EQUIPMENT

TACTICAL

BLDG.

STORAGE

RACK

WASH

HSE.

GRD.

HSE.

GRD.

RACK

GREASE

RACK

WASH

RACK

GREASE

RACK

WASH

SHOP

EQUIP.

TACTICAL

RACK

WASH

FAC.

LOGISTICS

DIVISION

ISLAND

FUEL

STOR

SHOP

EQUIP.

TACTICAL

PLATFORM

MAINT.

RACKS

WASH

FAC.

D.S. MAINT

ISLANDS

FUEL

RACK

WASH

STATION

SENTRY

STATION

SENTRY

SHOP

EQUIP.

TACTICAL

SHOP

EQUIP.

TACTICAL

SHOP.

EQUIP.

TACTICAL

STORAGE

FUEL

HEATING

CENTER

FITNESS

PHYSICAL

OFFICE

POST

CENTER

CHILD CARE

HOSPITAL

COMMUNITY

WINN ARMY

CL. RM.

BN. HQ. &

AND SUPPLY

CO. ADMIN.

FACILITY

DINING

ALLEY

BOWLING

KING

BURGER

STOR

ISLANDS

FUEL

SHOP

TAC

RACK

WASH

FACILITY

GS MAINT

ISLANDS

FUEL

SHOP

EQUIP

TAC

ISLANDS

FUEL

PLATS

MAINT

STOR

POL

RACK

WASH

RACK

WASH

RACK

WASH

HOUSE

GUARD

SHAVING PLANT

GAS PEAK

STOP

BUS

BLDG.

MAINT.

GOLF

ISLAND

FUEL RACK

WASH

RACKS

WASH

STATION

PUMP

CHAMBER

GRIT

BASIN

EQUALIZATION

FACILITY

CENTRAL WASH

BASIN

WATER SUPPLY

HOUSE

SCALE

HQ.

BN.

SHOP

EQUIP.

TAC.

PAD

MAINTENANCE

RACK

WASH

ISLAND

FUEL

BLDG.

STOR.

ISLAND

FUEL

SHOP

EQUIP.

TAC.

RACK

WASH

SHOP

EQUIP.

TAC.

BLDG.

STOR.

RACK

WASH

HOUSE

OIL

RACK

GREASE

RACK

WASH

ISLAND

FUEL

SHOP

EQUIP.

TAC.

RACK

GREASE

RACK

WASH

BLDG.

P.O.L.

BKS.

E.M.

BKS.

E.M.

HOUSE

CLUB

CENTER

ENTERTAINMENT

CLINIC

DENTAL

FAC.

MAINT.

D.S.

SHOP

EQUIP.

TAC.

SIM.

TGT.

MOV.

RACK

WASH

PLAT.

MAINT.

PLAT.

MAINT. BKS.

E.M.

EX.

BRANCH

STATION

PUMP

STATION

REFUELING

TANK

WATER

TANK

STORAGE

OIL

RING

SAWDUST

FIELDS

PURPOSE

MULTI

AND SUPPLY

CO ADMIN

STOR.

BN.

STOR.

P.O.L.

BLDG.

STORAGE

BN.

SHOP

EQUIP.

TACTICAL

STORAGE

BN.

PLATFORM

MAINT.

SHOP

EQUIP.

TACTICAL

& SUPPLY

CO. ADMIN.

& SUPPLY

CO ADMIN.

STATION

INFORMATION

& SUPPLY

CO. ADMIN.

EXCHANGE

BRANCH

CENTER

CHILD CARE

STOP

BUS

HOUSING

FAMILY

NCO

STOP

BUS

STOP

BUS

STOP

BUS

SCHOOL

ELEMENTARY

BRITTIN

STOP

BUS

STOP

BUS

STOP

BUS

VILLAGE

BRYAN

STATION

PUMP

STOP

BUS

WASH FACILITY

TACTICAL VEHICLE

RACK

WASH

HOUSE

GUARD

STAND

REVIEWFIELD

PARADE

DONAVAN

RACK

WASH

RACK

WASH

RACK

WASH

RACK

WASH

RACK

WASH

RACK

WASH

PLANT

OXYGEN

BAR

SNACK

TOWER

WATER

STATION

FIRE

STOP

BUS

SUB STATION

GA. POWER

STOP

BUS

STATION

WATER

STATION

PUMP

FACILITIES

REGIONAL SEWAGE

FT STEWART

HINESVILLE/

TERRACE

EISENHOWER

TOWER

RADIO

LAGOON

OXIDATION

SCHOOL

ELEMENTARY

DIAMOND

HSE.

BATH

OIL HOUSES

BN. HQ

MI-COFT

DPDO

CHAPEL

DENTAL CLINIC

COMMISSARY

CREDIT UNION

BANK

WASH RACK

LIBRARY

THEATER

FUEL ISLANDS

BN HQ

GYM

POL STOR

EM BARRACKS

EQUALIZATION BASIN D

PUMP STATION D

INCINERATOR

SERV STA

STOR

POL. STOR.

PUMP STATION F

SHOPPETTE

SAND FILTER

CHAPEL

DISP.

THEATER

COMSEC

EM BKS

WAREHOUSE

CHAPEL

WASHATERIA

B.O.Q.

WASH RACKS

SHOPPETTE

ALLEY

BOWLING

HOUSE

GUEST

AND SUPPLY

CO. ADMIN.

STAND

REVIEWING

CENTER

EDUCATION

5 4

16 8

0 70

72 7

7208 72

72467

72517252

2 7

7288 72

7147 7148

5405 5407

185516

0 5

0 74

74017400

734773

07362

7295729

10534

5 10

37704

WASTE TREAT

INDUSTRIAL

PICKING STATION

FAMILY LIFE CENTER

75247523

75457547

7548 7546

CENTER

READINESS

FAMILY

1/3 ADA

MOTORPOOL

1/3 ADA

WAREHOUSE

PURPOSE

GENERAL

72627263

17 9

0 9

8 9

4 13

9 9

7 12

CR24

SVC BLDG

COMMUNITY

PARKING AREA

FUEL TRUCK

MEMBERSHIP

ELECTRIC

CANOOCHEE

HQ001

DINI

NG F

ACILI

F A C

O F

O P E R

A T

M P

R D S T

A N

C O

V E

D S T

A N

C O

V E R

RACK

WASH

S 0S

BDE. HQ.

4th

VILLAGE

ISENHOWER

FITNESS CTR

FS BINGO

CLUB STEWART/

GYM

YOUTH

JORDAN

ROCKY'S

SERVICES

AGE

SCHOOL

FIRE STATION

HOUSE

CLUB

MARNE POINT

19 6

-15

-2

-16

-2

1-3

-4

1-5

-6

1-7

1-8

-4

-8

1-7

1-8

-4

-2

11-17

-2

11-17

11-

-16

-2

-3

-4

-5

-6

11-

1-3

-4

1-6

-7

-6

1-6

1-3

-3

-8

-7

-5

1-6

-1

-3

43-5

-6

109-114

-15 4 155-

161-170 181-190 211-

273-278

289-298

-3

9-3

267-272288

279-308

299-

171-180

201-2

-2

-4

53-62

115-

-1

-2

-3

-4

-2

11-

-1

-5

155-

329-

191-200

1099A

C T

OUTLET

SERVICE

EXCHANGE

9 7

5 73567357

CENTER

SERVICE

SOLDIER

GATE 2

DYNAMOMETER

STORAGE

OPEN

STORAGE

POL

MAINT. FAC.

CONSOLIDATED

S S

TF-215-219

19 17

TF-201-204

TF-220

TF-214

TF-265-267

6 13

MEDICAL CLINIC

FACILITY

HANDLING

CONTAINER

RACK

GREASE

PLAT

MAINT

PLATFORM

WASH

ISLAND

FUEL

HOUSE

OIL

SHOP

TAC

RACK

GREASE

FIELD

IRRIGATION

SPRAY

WASH RACK

FACILITY

D.S. MAINT.

GATE 7

GATE 8

GATE 5

GATE 3

HQ.

MP BATT.

GATE 1

EXCHANGE

POST

160 161

WAREHOUSE

FIRE STATION

TF-147

TF-144

S S 9 T-55

T-52

CHILDCARE DEV CTR

SHOP

CRAFTS

ARTS &

GATE 9

EDUCATION CNTR.

-1

-3

BASEBALL

FIELD

SOCCER

FIELD

POOL

CORKAN

POOL

WEAVER

POOL

VILLAGE

BRYAN

COURT

BASKETBALL

COURT

TENNIS

COURSE

OBSTACLE

COURT

BASKETBALL

COURT

HANDBALL

COURT

BASKETBALL

COURT

HANDBALL

COURT

VOLLEYBALL

COURT

BASKETBALL

COURT

V. BALL

FIELD

FOOTBALL

SOFTBALL FIELDS

FOOTBALL AND

COURT

TENNIS

FOOTBALL FIELDS

SOFTBALL AND

FIELD

SOFTBALL

FIELD

SOCCER

COURT

BASKETBALL

COURT

BASKETBALL

HALF COURT

BASKETBALL

COURT

BASKETBALL

COURTS

TENNIS

RANGE

DRIVING

FIELD

BASEBALL

POOL

1 3

RUNNING TRACK

BLEACHERS

B.C.

T-14

W.T.-13

M.T.-13

G-12

G-15

G-13

T-16

G-14

T-15

G-17

M.T.-18

W.T.-18

T-17

G-11

G-8

T-9

W.T.-12

G-16

M.T.12

T-11

G-10

T-10

G-18

G-9

T-1

T-8

G-1

G-7

G-4

T-5

T-7

G-6

G-6 T-3

G-5T-6

T-2

G-2

G-3

T-4

COURT

TENNIS

COURSE

GOLF

TAYLOR'S CREEK

PATH

BIKE

TRAIL

BIKE

STAND

PICNIC

PG.

BIKE PATH

T A R

L E

F S

FS RD 90

W 12TH ST

FS RD 91

FS RD 92A

F S

FS RD 32

F S

T A N

T R

T A

F S

R D

FS RD 92

FS RD 90

TANK TRAIL

FS RD 90B

RD 9

FS RD 40

PKG

E N

E E R

6TH S

BUNKER RD

W O

R C E S T

G U L

G U

L E T

S T

T H

S T

M U R R

H U

N T

C L E

V A L L

L A

U R

L A

U R E L

L A C

S O

U T

H E

S C

A R L

L A

U R E L

L A C

T E

S O

U T

H E

L A C

T E

PKG

E S

L E

D O

TO MIDWAY

E N

E E R

L L

S T

W 6TH ST

M C

A R L A

E S S

A Y

6TH

BUNKER RD

H A

S T

LINQUIST AVE

G U L

B U

S T

T H

S T

T H

S T

H A R

MC NEELY RD

S T

M C

F A R L A

G U L

T H

S T

T O

T H

S T

G A

M C

A R L A

T H

S T

G R E E N E

S T

M A C

K A Y

S T

D E

M E R E

S T

H A B E R S

H A

S T

W Y

N N

P L

A R

T H

LIB

RAMBLON

CIR

NEW

UINEA ST S

BLACK DIAMOND DR

JASPER CT

ROGERS CIR

A L E

X A

N D

HOLLANDIA

CAMP CAVES CT

G U L

N A

K T

BIA

CIR

R S

O N

S T

PUSAN CT

11T

S T

T H

S T

T H

S T

W H E E L E R

P L

H A R

D E E

P L

B R

B A R T

ANDERSON

G O

R D

O N

P L

O G L E T

H O

R P E

A V E

S T

H O

D G E S

P L

T H

U R R

T H

S T

11T

T H

B B

C L

C L E

G A

DR. J. BENJAMIN HALL PLACE

A L E

X A

N D E R

S T E P

H E

N S

O A

. W

N U E

. W

N U E

WEST BULTMAN AVE

GHT

ELD

ROAD

VILSECK ROAD

CALERNO

STREET

SICILY STREET

LICATA STREET

G W

N E T T

S T R E E T

A N

R E

E T

F E

D A

R E

E T

LIB

ERTY

STREET

S T

T R

O P

R E

E T

S O

M E R

V E L L

L O

O P

H E

J O

H N S T

O N

P L

ITALY S

TREET

WRI

GHT

ELD

ROAD

W R I G

I E

A D

S C

H O

F I E

E A

S T

CLIFFORD CT

L E T

S T

LORRAINE AVE

H E

HERO

B A

K E

S T

A U S

T I

H A R

T R

O U

T R

O U

WURZBURG STREET

T H

S T

H U

N T

C L E

W H

N E

M A

S T

W H E E L

D A

B U

P O

N Y

O L D

MARNE

FS RD 40

D R

A G

O O

S T

MERRELL CT

F O

R R E S T

S T

11T

A R

HUNDRIC

BRIDGE

CREEK

TAYLORS

PKG

M U R R

STOCKTON CIR

H O L L Y

S T R E E T

T A R

L E

A U

R P

A U

R P

TOMAGON LOOP

C O

R R E G

O R

C T

H A

W A

D O

R O

L O

O P

C A L

V A

W A R R

T H

U N

D E R

U N

M U L B E R R

S T

O R C

H A R

S T

W A N

D E R

S T

S U

N F L O

W E R

S T

T H

U N

D E R

U N

S U

N F L O

W E R

S T

F L Y

S T

V e t e r a n s

P k w y

BRG05

BRG03

BRG61

BRG74

BRG71

RRB01

BRG65

BRG02

BRG04

BRG69

BRG31

BRG59

BRG75

CANAL

DRAINAGE

CENTRAL

FIELD

IRRIGATION

SPRAY

LAGOON

OXIDATION

F L

T L

S T

A N

D A

O J E

C T

F L

T L

E S

T A

N D

O J E

C T

F L

T L

S T

A N

D A

R D

R O J E

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD OUTLINE

STANDARD PROJECT

FLOOD

OUTLIN

STANDARD

PROJ

ECT

S T

A N

D A

O J E

T L

F L

T L

S T

A N

D A

O J E

C T

F L

T L

E S

T A

N D

O J E

C T

F L O

T A N

O J E

F L

T L

S T

A N

D A

R D

R O J E

C T

S T

A N

A R

P R

C T

O D

N E

S T

A N

O J E

TOWER

FS R

D 92

F S

RD 9

T A

F S

R D

PKG

P K

PKG

GRAVEL

PARKING

MOTOR POOL

F R

E N

STEEL AVE

S T

H E

A U S

C R

S T

X T E

N S

SANDERS RD

M U R R

E S S

A Y

CHIPS ROAD

W LOWE CIRCLE

N E

A D

M E

M O

D R

WHITNEY RD

B U

M C F

A R L A

PAFFORD ST

H A

L L

PAFFORD ST

FRASER CIR

ROLAND ST

G A

STEWART TER

ELIZABETH ST

G E

O R

O G

C A

R O

E R

R E

E T

E A S T

U L T

B U

S T

R E

B E

SHIPMAN AV

FOWLER ST

GEORGIA AVE M

LAKEVIEW ST

KETCH CT

C U T T

C T

S P

A N

H O

N E Y

L A N E

C H

E R

S T

A F

F O

PALMETTO ST

O A

K V

C E

OLIVE ST

F R

A N

M A

A D

M O

N R

PINEVIEW CT

E V

W E

L B

L A

U R

L A

U R

S H

G A R

D E

G A R

D E

S P A

B A

Y L

E A F

O I N

T H

S T

C R

T R

O U P E

A V E

T R

O U P E

A V E

M C

T O S

P L

E A S T

U L T

S T

B U

COE AVE

W O R C

H E S T

HERO

P E

T E

R S

DOLES

T A

E J

TANAMERAN CT

R O

R E

E T

ORMOC CIR

ROGERS CIR

FRASER CT

LINDQUIST RD

D ' E

S T

A N

G E

S T

T H

S T

G W

GENERAL STEWART WAY

CHI

CKAMAUGA

H A

S E

R D

E A S T

U L T

H E

M A

S T

M C

A R L A

N U E

Pkg

R A

F O

R R E

F O

R R E

D A Y

P U R P

CHERRY

DRI

H O

E E

MILL CREEK

TAYLORS CREEK

TAYLORS

CREEK

A N

C H

A N

C H

T A Y

R 'S

C R E E K

TAYLOR'

CREEK

TAYLOR'S CREEK

H O

E E

H O

E E

TAYLORS CREEK

TAYLORS C

REEK

LAKE

ILL C

REEK

E E

MILL CREEK

LAKE

ILL C

REEK

E E

S T

A N

D A

O J E

T L

F L O

T L

S T

A N

D A R

P R

C T

FLOOD OUTLINE

STANDARD PROJECT

F L

T L

S T

A N

D A

O J E

C T

BRG55

CLOSED

BRG73

CLOSED

BRG06

800B 817

FSV-5

FSV-3

FSV-1

FSV-4

FSV-2

HERO-P1

BRG02

BRG01

BRG05

BRG07

BRG08 BRG09

BRG10

BRG11

BRG12 BRG13

BRG14

BRG15

BRG16

BRG17

BRG18

BRG22

BRG23

BRG24

BRG25

BRG27

BRG30

BRG31

BRG37

BRG39

16201 16500

16410

FSV-5

FSV-4

FSV-1, FSV-3

BRG55, BRG69,

BR302 & FSV-2

BRG80

BRG26 &

BRG35

BRG34 &

& BRG42

BRG40, BRG41,

& BRG68

BRG36, BRG38

BRG04

BRG03 &

0800B &

& RRB01

BRG71, BRG75

BRG29

BRG28 &

8422BR

8411BR & BRG94

LOCATION MAP

FORT STEWART

NOT TO SCALE

BUILDING 1141

ENGINEERING DESIGN BRANCH

BUILDING 1168

CONTRACT MANAGEMENT BRANCH

SYSTEM

LANDING

INSTRUMENT

TREATMENT BLD.

WATER

TOWER

RAPELLING

WATER PUMP

8253 8255

BLDG

POST HQS

SHOP

AUTOMOTIVE

1295 13

4 3107

13 3

6 3

13332

1 3

3 3

2 3

CLUBHOUSE

GOLF

STATION

COAST GUARD

T 11C

BLDG

MAINTENANCE

SHED

GOLF CART

HQS BLDG

DIV

ALLEY

BOWLING

ADMIN

COMPANY

POST EXCHANGE

HANGAR

UNIT MAINT

V E

T E

N A

O P

S T

O R

A G

D E

P L

O Y

M E

N T

S T

O R

A G

D E

P L

O Y

M E

N T

STATION

PUMP

STANDBY GEN

CNT FAC

ACCESS

WTR TRT

SEW/WST

THEATER

WIND CONE

WASH RACK

COMMISSARY

FIRING RANGE

SABER HALL

SKEET REC BLDG

TVOR

8213XX

CEMETARYXX

-6

841C

BINGO

HUNTER CLUB

14 15

T F

OFFICE

POST

MAIN

CTR

CHILD DEV

RO840

DAACG

STOP D

BUS

STOP B

BUS

STOP A

BUS

BUS STOP C

PUMP

WATER

STORAGE

BULK FUEL

WASH RACK

WATER TANK

EQUIP. STORAGE

C K

U P

AA 127 PC A

OVERRUN

HOLDING PAD

T A

AA 219 AC A

SM 164 AC A

A A

LC 48 AC A

AA 875 PC A

C A

M P

G R

O U

N D

T R

S O

D L

E G

R O

KIO

A AV

M O

HAW

K AV

FREEDO

M O

HAW

K AV

KIO

A AV

ANNAM

HINO

K AV

W A

R R

W A

R R

W A

R R

L A

K E

OAKVIE

DR.

CALLAWAY SQ.

VICTORY LOOP

SAVANNAH DR. SAVANNAH

DR.

VIC

TORY

LOOP

C A

L L

A W

C A L L A

10TH RD

M A

C A

R T

ZETTELL ST

V D

DUNCAN DR

N E

V D

GANNAM CT

C R

R J E

N K

HORACE EMMET WILSON BLVD

N O

H T

S O

E T

S O

E T

RTH

PERI

ETER

RTH

PERI

ETER

RTH

PERI

ETER

S T

E P

U G

N O

E T

N O

H T

L E

O N

A L

R K

S D

SOUTH LIGHTNING RD

S O

E T

S O

U T

P E R

E T

F L

R T

R E

S T

E P

U G

MUSTANG RD

HORACE EMMET WILSON BLVD

C H

V D

TRAYNOR AVE

N O

D L E

G R

O U

S O

H T

N O

D L E

G R

O U

NORTH

LIG

HTNI

N O

R T

H T

NORTH LIGHTNING RD

S O

E T

SOUTH PERIMETER RD

HICKAM BLVD

S A B E R

S O

U T

P E R

E T

SOUTH PERIMETER RD

N O

R T

S C

H M

MARKWELL ST

N O

E T

STEPHENSEN AVENUE

W H

A D

NORTH PERIMETER RD

T R

A R

S T R

A T

O F

O R T R E S S

S T

D U T C

O W

HICKAM BLVD

SOUTH LIGHTNING RD

ETT

FLES

WESTLEY AVE

H R

HR19

HR20

HR21

HR22

HR23

HR01

HR02

HR03

HR33HR34

HR32

HR24

H R

H R 11 H

H R 6H R 7H R

H R

H R 8H

H R

N C

NC140

N C

NC143

NC144

NC145

NC148

NC149

NC150

NC151

NC152

NC153

NC25

N S

NS116

NS115

S114A

N S

S10 1A

NS1

S10 2A

N C

NG103

NG104

80558

8054B

-1

8712-2

P-8645

731 1029

848 863

PERIMETER ROAD

CALLAW

DR.

O O

VICTORY LOOP

VIC

TORY

LOOP

SOUTH

PERI

METER

12TH RD

D U

SOUTH PERIMETER RD

11TH RD

S O

E T

HORACE EMMET WILSON BLVD

N O

H T

N O

R T

H T

C H

V D

HALEY AVE

BLANTON RD

G E

O R

S S

COOK BLVD

LIBERATOR RD

NORTH PERIMETER RD

C H

V D

DUNCAN DR

LEONARD NEAL ST

N O

D L

E G

R O

MONTGOMERY STREET

HINO

K AV

P A T

R AV

HAMPSTEAD AVENUE

N O

E T

T R

A Y

D A

T R

A Y

W H

A D

MARTIN AVE

OLIVER AVE

N O

E T

SOUTH PERIMETER RD

S A B E R

SABER RD

S O

U T

P E R

E T E R

A D

SOUTH PERIMETER RD

A D

LOTTS ISLAND RD

N A

A L

S T

9 13

13251251A

T-896

1210D

1210C

T F 2T

T F

T F 0T

T F

3114 3116

31033

3331 3

TRAYNOR AVE

7TH RD

200 ' x 11,375' EAST-WEST R/W (INSTRUMENT)-N 87.5829 W-TRUE BEARING

T A

200' x 11,375' EAST-WEST R/W (INSTRUMENT)-N 87.5829 W-TRUE BEARING

T A X

S M

AA 6 PC A

OVERRUN

T A

GOLF COURSE

ADMIN BLDG

5 CO

CENTER

COMMUNIT

C E

N T E

C H

CLINIC

MEDICAL/DENTAL

FIELD NO. 1

FIELD NO. 3

FIELD NO. 4

FIELD NO. 2

C K

U P

W H

A D

W H

A D

DFAC

CHAPEL

POST

BRIDGE

STATE ROUTE NO 204

08650

08656

08560

BRGH1

08701

PREVENTIVE MEDICINE

PHYSICAL SECURITY

NRCS

ENERGY

POST SAFETY

NEC

OPERATIONS MAINTENANCE

FIRE CHIEF

ENRD

ANTI-TERRORISM/FORCE PROTECTION

REVISION DATE BYDESCRIPTION

OFFICE OF THE ENGINEER

DATE

COR

CHIEF, CONTRACT MGMT. BRANCH

CANOOCHEE EMC

FORT STEWART, GEORGIA

USING SERVICE:

DPW

APPROVED: DATE:

GEORGIA

LOCATION MAP

SHEET OF

DRAWING NUMBER

STAFF APPROVAL

ENGINEERING

CIVIL ENGINEER

CHIEF, DESIGN BRANCH

CHIEF, P & E DIVISION

PEGASUS SERVICES

DRAWN BY: LCM

FT. STEWART / HUNTER ARMY AIRFIELD

CHATHAM COUNTY

LIBERTY COUNTY

H-2127

FS-4217

NOT TO SCALE

G-1 4WG-300-2J

IJO # ED-302-2J

MAINTAIN AND REPAIR BRIDGES (IDIQ)

BUILDING 1021

ENGINEERING DESIGN BRANCH

CONTRACT MANAGEMENT BRANCH

BRIDGE NO XX

BLACK BACKGROUND

(XX REPRESENTS BRIDGE NUMBER)

REFLECTIVE LETTERS

4" HIGH YELLOW

NUMBER SIGN

BRIDGE IDENTIFICATION

NOT TO SCALE

YELLOW REFLECTIVE

BLACK

1" THICK

20" DIAMETER CIRCLE

BLACK

TRACK/WHEEL

HETS

PILE

(TYPICAL 4 PLACES EACH BENT)

¾" DIAMETER x 2'-4" DRIFTPINS

@ 1' -8" O.C.

10"x18" STRINGERS

@ 4'-0" O.C.

6"x8" x 1'-0" BLOCKING

14"x14"x23'-0" CAPS

EXTENDED OVER END OF CAP

GALVANIZED METAL CAP

PILES WITH SWAY BRACING (TYPICAL)

¾" DIAMETER x 2'-0" @ EXTERIOR

¾" DIAMETER x 2'-4" DRIFTPIN, 4"x8" DECKING

4"x8" TREADWAY @ 45 o

SPIKES (TYPICAL)

⅜" SQUARE x 8" LONG

60d NAIL

(TYPICAL)

20 GAUGE

METAL CAP-

GALVANIZED

TANK TRAIL

BRIDGE AND

CENTERLINE OF

BE PLUMB

EXCEPT AT BULKHEAD WHICH SHALL

EXTERIOR PILES ON 1:12 BATTER

NOTE:

INTERIOR BENT

6"x8" CURB (TYPICAL)

(TYPICAL)

14"X14" CAP

(TYPICAL)

10"x18" STRINGERS

(TYPICAL)

GALVANIZED CAP

PILE WITH

BOLT (TYPICAL)

⅝" DIAMETER x 2' - 0"

TANKTRAIL

BRIDGE AND

CENTERLINE OF

CLASSIFICATION SIGNS

GENERAL NOTES:

TYP.

M A

X S

P A

SPIKES (TYPICAL)

BENTS)

(TYPICAL ALL

4"x8" BRACING

(TYPICAL)

BOLT WITH WASHERS

⅝" DIAMETER x 2'-0"

4'-0" O.C. (TYPICAL)

6"x8"x1'-0" BLOCKING @

6"x8" CURB

NUMBER PER SCOPE SHEET.

MILITARY LOAD CLASSIFICATION

NOTE:

(TYPICAL)

4"x8" DECKING

@45 (TYPICAL)

4"X8" TREADWAY

AT END BENT (TYPICAL)

10"x18"x1'-4" FILLER

2'-0" SPACING

WITH WASHERS (TYPICAL)

⅝" DIAMETER x 2'-0" BOLT

FIG. A

FIG. B

L K

H E

SHALL BEAR OVER PILE

END OF ABUTMENT WING

FACE OF BULKHEAD (TYPICAL)

INSTALL SIGN 2'-3' FROM

U T

M E

30°

2' SQUARE

2'-0"

2'-6"

BY THE COR BEFORE ISSUING ANY DELIVERY ORDERS.

A STORM WATER REPRESENTATIVE FROM ENVIRONMENTAL DIVISION SHALL BE CONTACTED 13.

ON NEW SIGNS.

CONTRACTOR SHALL BE GIVEN CORRECT WEIGHT CLASSIFICATION NUMBERS TO BE PLACED 12.

ALL DRILLED HOLES SHALL BE TREATED PRIOR TO INSTALLATION OF BOLTS OR PINS.11.

HELVETICA MEDIUM STYLE.

SIGNS SHALL BE MADE OF .08 ALUMINUM, 4" HIGH NUMBERS AND LETTERS SHALL BE 10.

SHALL EXTEND 8" BEYOND CENTERLINE OF PILE.

JOINTS IN BULKHEAD AND ABUTMENT WING MEMBERS SHALL BE AT A PILE. FREE ENDS 9.

TREADWAY JOINTS.

PROVIDE 5/8" OPEN JOINT BETWEEN DECKING PLANKS AND 1/2" OPEN JOINT BETWEEN 8.

BE ROUGH SAWN.

TIMBER FOR STRINGERS SHALL BE DRESSED ON TWO EDGES. ALL OTHER MEMBERS SHALL 7.

DRIFT PINS SHALL BE DRIVEN IN PRE BORED HOLES 11/16" DIAMETER.

BOLTS SHALL HAVE SQUARE HEADS AND NUTS WITH TWO O.G. WASHERS. 3/4" DIAMETER6.

PENETRATION EQUAL TO HEIGHT EXPOSED.

WING PILES SHALL HAVE 15 FOOT PENETRATION (MINIMUM) BELOW NATURAL GRADE OR

PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS EXCEPT ABUTMENT 5.

ALL CUTS AND HOLES SHALL BE RETREATED.4.

LUMBER: AWPA STANDARD C-2, 0.80 LBS PER CUBIC FOOT.

PILES: AWPA STANDARD C-3, 2.5 LBS PER CUBIC FOOT.

MINIMUM RETENTION ASSAY OF PRESERVATION AND STANDARD SHALL BE AS FOLLOWS:

ALL WOOD SHALL BE PRESSURE TREATED WITH WATERBORNE PRESERVATIVE PROCESS.3.

WOOD PILES SHALL HAVE A MINIMUM BUTT CIRCUMFERENCE OF 41" AT 3'-0" FROM BUTT.2.

STRESSES DO NOT INCLUDE MODIFICATION FOR DURATION OF LOAD 1.4 FOR 1 HOUR.

ALL OTHER WOOD: DENSE STRUCTURAL 65Fb=1600 P.S.I.

STRINGERS: DENSE STRUCTURAL 65Fb = 1600 P.S.I.

STRUCTURAL LUMBER SHALL CONFORM TO SPIB SPECIFICATIONS:1.

PILE AND TIMBER CAP.

ENSURING FULL CONTACT WITH THE

INSTALL SHIMS AS SHOWN IN FIG. B, 5.

NOTES.

STRUCTURAL LUMBER, SEE GENERAL

WEDGES SHALL BE CUT FROM

OF SETS OF MATCHING WEDGES.

PROPER SHIMMING REQUIRES THE USE 4.

RE-INSTALL METAL PILE CAP.3.

IS TO BEAR (FIG. A).

ADJACENT COMPONENT ON WHICH IT

PARALLEL TO THE SURFACE ON THE

CUT TOP OF THE TIMBER PILING 2.

REMOVE METAL PILE CAP.1.

SIGN

CLASSIFICATION

GUIDE AND

INSTALL WITH ARROWS ON FILM FACING UPWARD.

NOTE: THERMAL REFLECTING FILM IS DIRECTIONAL,

14'-0" 14'-0" 14'-0"

4'-8" 4'-8" 4'-8"

5'-2½"5'-2½"5'-2½"5'-2½"

21'-8"

(TYPICAL BOTH ENDS)

3 - 4"x8" SACRIFICIAL TREADWAY

ABUTMENT WING

AND BE MECHANICALLY GALVANIZED.

2. HARDWARE SHALL BEASTM-A-325

GRADE 36 AND BE HOT DIPPED GALVANIZED.

1. ALL STEEL SHALL BE ASTM-A-709

NOTES:

NOT TO SCALE ORACAL OR EQUAL

BLACK VINYL,

FILM, 3M OR EQUAL

THERMAL REFLECTING

13"

3½ " 1½

6"3

" 1"

2¾"

4½" 2½"

8⅜"

30"

HIGH PRISMATIC

BRIGHT YELLOW

NOT TO SCALE

GRADE

EXISTING

24"x30" R2-1

24"x24" R2-3P

DETAIL

BRIDGE SIGN

SEE NARROW

NOT TO SCALE

TANK TRAIL

EDGE OF

(SEE DETAIL)

NEW SIGN

(SEE DETAIL)

NEW SIGN MULTIPLE BRIDGE

SINGLE OR

GUIDE ARROWS AND NARROW BRIDGE SIGN DETAILS

NEW BRIDGE PLAN

NOT TO SCALE

TYPICAL BRIDGE TRANSVERSE SECTION

(TYPICAL)

WITH WASHER

⅝"x2'-2" BOLT

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

OFFICE OF THE ENGINEER

GEORGIA

DESIGN BY: DATE

SCALE: DRAWN BY:AS SHOWN

FORT STEWART, GEORGIA

SHEET

LEWIS MILES

LCM

FEB 22

FT. STEWART AND HUNTER AAF

LIBERTY AND CHATHAM COUNTY

C-1 H-2127

FS-4217

TIMBER BRIDGE DETAILS

WG-300-2J

ED-302-2J

SPEED

LIMIT

NIGHT

325' 325'

PILE BAND DETAIL

TIMBER PILE SHIMMING DETAIL

BRIDGE AHEAD SIGN DETAIL BRIDGE AHEAD SIGN PLAN

SIGN SHALL HAVE A BRIGHT YELLOW HIGH PRISMATIC BACKGROUND.

ON UNIFORM TRAFFIC CONTROL DEVICES WITH THE EXCEPTION THAT THE R2-3P

3. SIGNS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MUCTD MANUAL

2. CLEAR AND PREPARE AREA AS REQUIRED TO INSTALL SIGN.

1. SIGNS SHALL BE INSTALLED ON EACH END OF BRIDGES AS SHOWN ON DETAIL.

BRIDGE AHEAD SIGN NOTES:

MAINTAIN AND REPAIR BRIDGES (IDIQ)

SPIKES

(TYP. ALL CORNERS)

DRILLING ZINC COATED SCREWS.

WITH (2) 1/4"-14x2 1/2" SELF

ATTACHED TO RAIL OF BRIDGE

BRIDGE OBJECT MARKER SIGN

8"x12" MUTCD TYPE 3 END OF

CAP

METAL

GALVANIZED

EXISTING PILE

SLEEVE (TYPICAL)

⅜" STEEL SPLICE

BOLTS ARE TIGHTENED

2" MAXIMUM AFTER

AND WASHERS (TYPICAL)

¾" DIAMETER BOLT, NUT

SECTION

EXISTING GRADE

DETAIL FOR ONE-WAY BRIDGES

CLASSIFICATION, GUIDE SIGN AND FRAME

(SEE DETAIL)

GUIDE ARROWS

4" x 8" (TYPICAL)

(SEE DETAIL)

CLASSIFICATION SIGNS

(SEE DETAIL)

NUMBER SIGN

BRIDGE IDENTIFICATION

EXISTING GRADE

DETAIL FOR TWO-WAY BRIDGES

CLASSIFICATION, GUIDE SIGN AND FRAME

(SEE DETAIL)

GUIDE ARROWS

NOT TO SCALE

100100100

7'-0"

BRIDGE NO. XX

NOT TO SCALE

(TYPICAL ALL SIGNS).

ATTACH SIGN TO WOOD FRAMING USING (4) 1/4"-14 x 2 1/2" ZINC COATED SELF-DRILLING SCREW INSTALLED ON EACH CORNER 2.

ATTACH TIMBER MEMBERS USING 1/2" DIA. X 8" ZINC COATED LAG BOLT (TYPICAL TWO PER CONNECTION).1.

NOTES:

NOT TO SCALE

PILE

PLAN

⅛

BAND

JOINT SEALANT

COMPACTED BACKFILL

BACKFILL AFTER PLACEMENT OF SLAB

NEW OR EXISTING BRIDGE

4"x8" (TYPICAL)

TREADWAY

DECKING

STRINGERS

CAP

PILE

COMPACTED BACKFILL

BLOCKING BETWEEN STRINGERS

4"x8" (TYPICAL)

OR MORE FROM BOTTOM OF CAP TO GROUND LEVEL OR MUD LINE.

SWAY BRACING REQUIRED ON ALL INTERMEDIATE BENTS 8'

4"x8"

2-4"x8"

4"x8"

2-4"x8"

PILE (TYPICAL)

2-4"x8"

PILE (TYPICAL)

LONGITUDINAL BRACING INTERMEDIATE PILE BENT

CURB AND BLOCKING

(TYPICAL)

GALVANIZED METAL CAP TREADWAY (TYPICAL)

"A" IS LESS THAN 3'-0"

WHEN DIMENSION

2 - 4"x 8" OMIT

C E

N T

E R

L T

E R

A D

L T

C E

N T

E R

C E

N T

E R

L T

E R

C E

N T

E R

L T

3 3

NEW DESCRIPTION

LEGEND

STRUCTURE OR MATERIAL

CONCRETE

FIBERBOARD (1" THICK)

BITUMINOUS IMPREGNATED

SEE JOINT DETAIL BELOW

WITH WWF 4x4-W4xW4

CONCRETE SLAB

10" THICK

VARIES

ON EXISTING BRIDGE

4"x8"TREADWAY BOARD

REMOVE AND REPLACE

X X

BRIDGE (1 BOARD) COST PER SEPARATE BID ITEM

4"x8" TREADWAY BOARD ON EXISTING

CONTRACTOR SHALL REMOVE AND REPLACE

COST PER SEPARATE BID ITEM

REPLACE TREADWAY BOARD (EXISTING BRIDGE)

AND BLOCKING AS REQUIRED TO

REMOVE AND REPLACE CURB

WITH WWF 4x4-W4xW4

10" THICK CONCRETE

BACKFILL

COMPACTED

PER SEPARATE BID ITEM.

AS SUPPLIED BY THRACE-LINQ OR APPROVED EQUAL. MATERIAL COST

AND BACKFILL MATERIAL. MATERIAL USED SHALL BE 180EX

AND INSTALL GEOTEXTILE MATERIAL BETWEEN LUMBER

DIG BACK MATERIAL FROM BRIDGE 2' BELOW CONCRETE PAD

CONCRETE PAD

SLOPED OR FLAT

4"x8"

(TYPICAL)

4"x8"

L T

C E

N T

E R

OF SLAB

BRIDGE AFTER PLACEMENT

TANKTRAIL 50' FROM

CONTRACTOR SHALL REGRADE

NOTE:

NEW OR EXISTING

(SEE DETAIL)

1" EXPANSION JOINT

CENTERLINE OF

WATER

TANKTRAIL

OR APPROVED EQUAL.

BE 180EX AS SUPPLIED BY THRACE-LINQ

AND BACKFILL MATERIAL. MATERIAL USED SHALL

INSTALL GEOTEXTILE MATERIAL BETWEEN LUMBER

NEW OR EXISTING BRIDGE

3 3

WITH WWF 4x4-W4xW4

10" THICK CONCRETE

BACKFILL

COMPACTED

PER SEPARATE BID ITEM.

AS SUPPLIED BY THRACE-LINQ OR APPROVED EQUAL. MATERIAL COST

AND BACKFILL MATERIAL. MATERIAL USED SHALL BE 180EX

AND INSTALL GEOTEXTILE MATERIAL BETWEEN LUMBER

DIG BACK MATERIAL FROM BRIDGE 2' BELOW CONCRETE PAD

XX X

SLAB

EXISTING CONCRETE

1" EXPANSION JOINT

THICKEN EDGE

JOINT DETAIL

SEE EXPANSION

PAVEMENT ELEVATION

MATCH EXISTING

OR APPROVED EQUAL.

BE 180EX AS SUPPLIED BY THRACE-LINQ

AND BACKFILL MATERIAL. MATERIAL USED SHALL

INSTALL GEOTEXTILE MATERIAL BETWEEN LUMBER

OR APPROVED EQUAL.

BE 180EX AS SUPPLIED BY THRACE-LINQ

AND BACKFILL MATERIAL. MATERIAL USED SHALL

INSTALL GEOTEXTILE MATERIAL BETWEEN LUMBER

BOLTED CONNECTION

ABUTMENTS)

AND CAP (TYPICAL ALL

BEVEL TOP OF PILE 2:12

TO INSTALL BULKHEAD ON PLUMB

BLOCKING AS REQUIRED

NOT TO SCALE

ABUTMENT WING ELEVATION TYPE 1

7'-0"7'-0"

B E

L O

7'-0"

OR MUD LINE

GROUND LEVEL

OR MUD LINE

GROUND LEVEL

OR MUD LINE

GROUND LEVEL

OR MUD LINE

GROUND LEVEL OR MUD LINE

GROUND LEVEL

SECTION - SLOPED APPROACHED

SECTION - LEVEL APPROACH

THICKENED EDGE

BRIDGE, COST PER SEPARATE BID ITEM

4"x8" TREADWAY BOARD ON EXISTING

CONTRACTOR SHALL REMOVE AND REPLACE

COST PER SEPARATE BID ITEM

REPLACE TREADWAY BOARD (EXISTING BRIDGE),

AND BLOCKING AS REQUIRED TO

REMOVE AND REPLACE CURB

NOT TO SCALE

JOINT DETAIL - WOOD BRIDGE

NOT TO SCALE

CONCRETE BRIDGE APPROACH DETAIL

WHERE DIRECTED

THICKENED EDGE

NOT TO SCALE

BULKHEAD DETAIL

MUD LINE

GROUND LEVEL OR

ALL JOINTS SHALL BE AT PILES

STAGGER VERTICAL JOINTS

4"x8" BULKHEAD MEMBERS

4"X8" (TYPICAL)

NOT TO SCALE

ABUTMENT WING ELEVATION TYPE 2

(TYPICAL ALL ABUTEMENT WING PILES)

BEVEL TOP OF PILE 2:12 AND CAP

GALVANIZED METAL (TYPICAL)

TREADWAY (TYPICAL)

B E

L O

7'-0" 7'-0" 7'-0"

REVISION DATE DESCRIPTION BY

DRAWING NUMBER

OFFICE OF THE ENGINEER

GEORGIA

DESIGN BY: DATE

SCALE: DRAWN BY:AS SHOWN

FORT STEWART, GEORGIA

SHEET

LEWIS MILES

LCM

FEB 22

FT. STEWART AND HUNTER AAF

LIBERTY AND CHATHAM COUNTY

C-2 H-2127

FS-4217

TIMBER BRIDGE DETAILS

WG-300-2J

ED-302-2J

MAINTAIN AND REPAIR BRIDGES (IDIQ)

NEW BACKER MATERIAL

W +„" DIAMETER

NEW SEALANT

WIDTH VARIES

" X X X

•"TO ƒ" •"TO ƒ"

•"TO †" •"TO †"

A B C

10" 16" 3'-0"

SEALANT

POURED JOINT

CONCRETE

EXISTING

MATERIAL, FULL DEPTH

EXPANSION JOINT

BACKFILL

COMPACTED

BACKFILL

COMPACTED

NEW SEALANT

BUTTED JOINT

SAWCUT

MATERIAL

BACKER

MATERIAL

BACKER

NOT TO SCALE

DRAWING NUMBER

OFFICE OF THE ENGINEER

GEORGIA

DESIGN BY: DATE

SCALE: DRAWN BY:AS SHOWN

FORT STEWART, GEORGIA

SHEET

LEWIS MILES

LCM

FEB 22

FT. STEWART AND HUNTER AAF

LIBERTY AND CHATHAM COUNTY

C-3 H-2127

FS-4217

DATE DESCRIPTIONREVISION BY

BE SEALED DETAIL

EXISTING BRIDGE JOINT TO

NOT TO SCALE

NEW EXPANSION JOINT DETAIL

NOT TO SCALE

THICKENED EDGE DETAIL

NOT TO SCALE

NEW JOINT SEALANT DETAIL

NOT TO SCALE

JOINT DETAIL

NOT TO SCALE

REINFORCEMENT DETAIL

SEALANT DETAIL, THIS SHEET

SEALANT - SEE NEW JOINT

CENTERED IN SLAB

4x4-W4xW4

WELDED WIRE FABRIC

BELOW TOP OF PAVEMENT.

2. TOP OF SEALANT WILL BE „" TO ‚"

1. SEALANT TO CONFORM TO ASTM D6690.

NOTES:

NOT TO SCALE

TIMBER CAP

TIMBER CAP SCAB DETAIL

STRINGER

DECKING

PILE

TIMBER

6" X 12" TREATED

8" 8"HOLES DRILLED AT 1'-0" +/-

DECKING TIMBER CAP

PILING

BOLT

RING, 2 PER

4" DIA. SPLIT

WASHERS

WITH

3/4" BOLTS

CROSS SECTION TRANSVERSE SECTION

THE REPAIR.

AND INSTALL BOLTS AND WASHERS TO COMPLETE

4. REINSTALL THE SCAB MEMBERS BACK INTO PLACE

FOR THE 4" DIAMETER SPLIT RINGS.

3. REMOVE THE SCAB MEMBERS AND CUT GROOVES

TOP AND BOTTOM BOLT LOCATIONS.

CAP SPACED 1'-0" APART ALTERNATING BETWEEN

2. DRILL HOLES THROUGH THE SCABS AND THE

OR BOLTS.

THE EXISTING CAP HELD IN POSITION BY CLAMPS

1. PLACE SCAB CAP MEMBERS ON EACH SIDE OF

NOTES:

TIMBER BRIDGE DETAILS

WG-300-2J

ED-302-2J

MAINTAIN AND REPAIR BRIDGES (IDIQ)

EXISTING DECK

REMOVAL

EXTENT OF

REINFORCEMENT

1-1/2" MIN. BELOW

SPALL AREA

SAW CUT

3/4" VERTICAL

SAW CUT

3/4" VERTICAL

6" MIN.

REINFORCEMENT

EXISTING

STEP 1

REINFORCEMENT

EXISTING

EXISTING DECK

EPOXY RESIN ADHESIVE

STEP 2

STEP 3

RAPID SETTING PATCHING MATERIAL

RAPID SET CONCRETE OR

ALLOW TO FULLY CURE FOLLOWING MANUFACTURER'S RECOMMENDATIONS.3.

FINISH FLUSH TO EXISTING DECK, BROOM FINISH CONCRETE SURFACE.2.

TACKY. FOR RAPID SET MATERIAL FOLLOW MANUFACTURER'S DIRECTION.

FOR RAPID SET CONCRETE FILL DAMAGED AREA WHILE EPOXY IS STILL1.

NOT TO SCALE

USE COMPRESSED AIR TO REMOVE DUST AND LOOSE CONCRETE DEBRIS.5.

CLEAN ANY CORRODED REINFORCING BY SANDBLASTING.4.

OF REINFORCING STEEL.

OF REMOVAL DOWN TO A MINIMUM DEPTH OF 1-1/2" BELOW TOP MAT

USING A 30LB CHIPPING HAMMER, REMOVE ALL CONCRETE WITHIN LIMITS3.

CUT APPROXIMATELY 1" BEYOND CUT LINE INTERSECTION.

OF REMOVAL. ALL SAW-CUTS SHALL BE RECTANGLE SHAPE. EXTEND SAW

SAW-CUT THE DECK 3/4" DEEP VERTICALLY ALONG DETERMINED LIMITS2.

AS NEEDED TO ENSURE ONLY SOUND CONCRETE REMAINS.

PLUS A MINIMUM OF 6" ON ALL SIDES. INCREASE AREA OF REMOVAL

DEFINE LIMITS OF REMOVAL THAT WILL ENCOMPASS THE SPALL AREA1.

EXISTING

CUT

1" DEEP SAW

6" MIN.WALL

CONCRETE

EXISTING

1-1/2" MIN. BEYOND

REMOVAL

EXTENT OF

STEP 1

USE COMPRESSED AIR TO REMOVE DUST AND LOOSE CONCRETE DEBRIS.5.

CLEAN ANY CORRODED REINFORCING BY SANDBLASTING.4.

TAKE CARE NOT TO DAMAGE EXISTING REINFORCING BARS.

MINIMUM DEPTH OF 1-1/2" BEYOND FIRST MAT OF REINFORCING STEEL.

REMOVE ALL CONCRETE WITHIN LIMITS OF REMOVAL DOWN TO A 3.

LIMITS OF REMOVAL. ALL SAW-CUTS SHALL BE RECTANGLE SHAPE.

SAW-CUT THE FACE OF THE CONCRETE WALL 1" DEEP ALONG DETERMINED 2.

PLUS A MINIMUM OF 6" ON ALL SIDES.

DEFINE LIMITS OF REMOVAL THAT WILL ENCOMPASS THE SPALL AREA1.

STEP 2

REINFORCEMENT

EXISTING

WALL

CONCRETE

EXISTING

STEP 3

ALLOW TO FULLY CURE FOLLOWING MANUFACTURER'S RECOMMENDATIONS.3.

FINISH FLUSH TO EXISTING CONCRETE WALL.2.

STILL TACKY.

FILL DAMAGED AREA WITH RAPID SET PATCHING MATERIAL WHILE EPOXY IS1.

MATERIAL

PATCHING

RAPID SET

CONCRETE SPALL REPAIR

CONCRETE WALL SPALL REPAIR CONCRETE DECK SPALL REPAIR

ADHESIVE

EPOXY RESIN

OF ASTM C881 TO CONCRETE SURFACE.

APPLY EPOXY RESIN ADHESIVE THAT MEETS THE REQUIREMENTS

DIRECTIONS FOR REQUIREMENTS OF EPOXY RESIN.

USE OF RAPID SETTING PATCHING MATERIAL FOLLOW MANUFACTURER'S

THAT MEETS THE REQUIREMENTS OF ASTM C881 TO CONCRETE SURFACE. FOR

FOR USE OF RAPID SET CONCRETE APPLY TYPE II EPOXY RESIN ADHESIVE

FS4217 H2127-01

FS4217 H2127-02 REV2

FS4217 H2127-03

FS4217 H2127-04

	2023-09-11T12:46:07-0400
MILES.LEWIS.C.1229427640

File details come from the government source that posted it. Updated Nov 27, 2023.